Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/16265
Title: Analisis Kuat Tekan Beton dan Hammer Test Terhadap Beton dengan Subtitusi Limbah Keramik
Other Titles: Analysis of Compressive Strength of Concrete and Hammer Test of Concrete with Ceramic Waste Substitution
Authors: Nasution, Muhammad Taufik
metadata.dc.contributor.advisor: Irwan
Nurmaidah
Keywords: beton;pecahan keramik;kuat tekan beton;concrete;ceramic fractures;concrete compressive strength
Issue Date: 8-Feb-2021
Publisher: Universitas Medan Area
Series/Report no.: NPM;168110001
Abstract: Beton merupakan bahan yang banyak digunakan dan menjadi unsur utama pada bangunan. Kelebihan beton antara lain memiliki kuat desak yang tinggi dibanding kuat tariknya, mudah dibentuk, tidak memerlukan perawatan khusus, bahan susun mudah didapat dari alam sekitar, dan lebih awet dibandingkan bahan bangunan lain. Tujuan dari pengujian ini menganalisis pengaruh penggunaan pengaruh pecahan keramik sebagai pengganti agregat halus, Dalam pengujian ini, ada dua macam pengujian Machine Compression Strength Dan Hammer Test.Machine.dari hasil penelitian kuat tekan beton didapatkan hasil fc 25,33Mpa ( K300 ),Hal ini disebabkan campuran pecahan keramik memiliki butiran yang lebih padat serta lebih kuat dibandingkan dengan agregat halus ,oleh karena itu kuat tekan dengan campuran keramik mengalami kenaikan. Concrete is a material that is widely used and is a major element in buildings. The advantages of concrete include high pressure strength compared to tensile strength, easy to form, does not require special care, stacking materials are easily obtained from the natural surroundings, and are more durable than other building materials. The purpose of this test is to analyze the effect of using the effect of ceramic shards as a substitute for fine aggregate. In this test, there are two types of testing Machine Compression Strength and Hammer Test. Machine. From the results of the research, the compressive strength of concrete shows the results of fc 25.33Mpa (K300). because the mixture of ceramic fragments has denser and stronger grains than the fine aggregate, therefore the compressive strength of the ceramic mixture has increased.
Description: 70
URI: https://repositori.uma.ac.id/handle/123456789/16265
Appears in Collections:SP - Civil Engineering

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168110001 - Muhammad Taufik Nasution Fulltext.pdfCover, Abstract, Chapter I,II,III, Bibliography2.03 MBAdobe PDFView/Open
168110001 - Muhammad Taufik Nasution Chapter IV.pdf
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